Flexural Behavior of Reinforced Geopolymer Concrete Beams

被引：0

作者：

Hutagi, Aslam ^{[1
]}

Khadiranaikar, R. B. ^{[1
]}

机构：

[1] BEC, Dept Civil Engn, Bagalkot, India

来源：

2016 INTERNATIONAL CONFERENCE ON ELECTRICAL, ELECTRONICS, AND OPTIMIZATION TECHNIQUES (ICEEOT) | 2016年

关键词：

geopolymer concrete; flexural; ultimate load; deflection and beam;

D O I：

暂无

中图分类号：

TM [电工技术]; TN [电子技术、通信技术];

学科分类号：

0808 ; 0809 ;

摘要：

The present investigation embodies the flexural behavior of Geopolymer Concrete (GPC) beams cured under ambient temperature. Twelve reinforced concrete beams of size 175mmx 250 mm x 1500 mm were tested. The beams were tested under four point bending over an effective span of 1200mm. The percentage of tensile reinforcement and compressive strength of concrete were taken as the variables while maintaining the same cross section. The behavior was studied with reference to first crack load, service load and ultimate load. The results were found to be similar to that of conventional cement concrete reinforced beams.

引用

页码：3463 / 3467

页数：5

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